|
CROSS BRACING DETAIL (TYP.)
<br />SCALE: N.T.S.
<br />TRUSS NOTES:
<br />CONV. FRAMED RIDGE
<br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED
<br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN
<br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE NEXT TO
<br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PREIT LANDS NDS TRUSS
<br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
<br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
<br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
<br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
<br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
<br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
<br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
<br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
<br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
<br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"
<br />O.C. MAXIMUM.
<br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d
<br />NAILS AT EACH TRUSS INTERSECTION. CB
<br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
<br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
<br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg
<br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
<br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS
<br />TYP. HAND FRAMING ABOVE TRUSS
<br />2X4 STUDS & PLATES AT 2'-0" O.C.
<br />EACH DIRECTION TYP. U.N.O.
<br />2x8 BLOCKING NAILED @
<br />- EACH SIDE w/ (3) 12d NAILS
<br />WHEN REQUIRED w/ (2)
<br />SIMPSON HTS20 w/ (24) 10d x
<br />1 1/2" NAILS EACH
<br />TB
<br />PRE-ENG. TRUSS
<br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
<br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -
<br />CHORD AT ALL HAND FRAMED AREAS TYP.
<br />DIRECTION TYP. �
<br />-z-WOOD TRUSS -J
<br />A
<br />TYP, WOOD TRUSS BLOCKING DETAIL
<br />SCALE: N.T.S.
<br />PORCH SLAB SEE EXTEND
<br />FOUNDATION PLAN SLAB 1 1/2"
<br />- • `� (2) #5's CONT. T&B w/
<br />° a #3 STIRRUPS AT 4'-0"
<br />WHEN DEPTH
<br />a EXCEEDS 30"
<br />GRADE
<br />- - - z_
<br />• -
<br />1 -4
<br />PORCH SILL 15
<br />SCALE: N.T.S.
<br />DIAGONAL -
<br />AT 8'-0"
<br />MAX
<br />TRUSS
<br />VERTICAL SCAB 2 x 6
<br />#2 SPF 48" O.C. W/ (4)
<br />10d TOP & BOTTOM
<br />OR SIMPSON H2.5A w/
<br />(10) 8d NAILS
<br />COLLAR TIE
<br />EVERY 3rd
<br />RAFTER
<br />2x4 SPF 2 (2) #7X 3-1/2"
<br />WOOD SCREW EACH
<br />TRUSS OR SIMPSON
<br />H2.5A w/ (10) 8d NAILS
<br />AT 48" O.C.
<br />BEVEL CUTS
<br />(OPTIONAL)
<br />2x8 #2 SPF RIDGE BEAM
<br />2x6 RAFTERS FOR SPANS 4FT TO 8FT
<br />2X4 RAFTERS FOR SPANS LESS THAN
<br />4FT @ 2'-0"0.C. MAX. w/ (3) 10d
<br />COMMON TOENAILS TO BEAM
<br />2X4 CONT. ATE CONC. MASONRY
<br />T & B CHORD STEEL OR WOOD
<br />BEARING SUPPORT
<br />A -A ALTERNATE BLOCKING
<br />DETAIL a@ INTERIOR BEARING
<br />PROVIDE BLOCKING AT ALL TRUSS BEARING
<br />SUPPORT WHERE TRUSS DEPTH EXCEEDS
<br />STANDARD HEEL HEIGHT
<br />SEE FLOOR PLAN SEE PLAN FOR
<br />FOR BRG. OR REQ'D STAIR INFO.
<br />NON-BRG. WALL IF CONCRETE STAIRS
<br />FORMED & POURED
<br />W/ (1) #5 EACH STEP
<br />2
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<br />PORCH SLAB SEE
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<br />FOUNDATION PLAN
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<br />2 #5's CONT. T&B
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<br />W/ #3 STIRRUPS AT - o
<br />iv z
<br />4'-0" WHEN DEPTH ='-i
<br />, T
<br />EXCEEDS 30" - ` .,
<br />LOWER OR
<br />316
<br />GARAGE SLAB
<br />1'-4"
<br />SEE PLAN
<br />LARGE STEP
<br />DOWN
<br />17
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />3
<br />SEE ROOF
<br />PLAN SHEATHING
<br />2X4 BLOCKING
<br />BETWEEN TRUSSES
<br />SECT. A -A
<br />PROVIDE 2X4 MIN. BLOCKING AT
<br />Q OF HIP/RIDGE, TYP.BETWEEN
<br />TRUSSES W/ (2) 12D NAILS EACH
<br />END TO TRUSS TOP CHORD
<br />TYP.
<br />�A TRUSS
<br />G.T. - -
<br />ADD 2X4 ALONGSIDE —
<br />TOP CHORD WHEN REQ'D
<br />TO PREVENT PLYWOOD
<br />SPAN FROM EXCEEDING
<br />ACK
<br />MAX 24" SPAN (EITHER USSES HIP
<br />SIDE OR BOTH IF REQ'D) C
<br />(2) 12D NAILS AT 12" O.C. MAX
<br />HIP/RIDGE BLOCKING DETAIL
<br />SCALE: N.T.S.
<br />WOOD POST. SEE FLR
<br />PLAN FOR SIZE & BASE
<br />CONNECTION SEE
<br />—� PLAN
<br />EXTEND
<br />SLAB 1 1/2"
<br />- (2) #5's CONT. T&B w/
<br />�4� 4 ' #3 STIRRUPS AT 4'-0"
<br />PORCH SLAB SEE _�7 WHEN DEPTH
<br />FOUNDATION PLAN EXCEEDS 30"
<br />GRADE
<br />7A
<br />z
<br />1 -4
<br />2 ENTRY PORCH SILL 14
<br />SCALE: N.T.S.
<br />WOOD OR MASONRY ABOVE
<br />MASONRY PIER SEE FLOOR PLAN
<br />FOR COLUMN INFO WOOD OR MASONRY
<br />INTEGRATE MASONRY ABOVE MASONRY
<br />I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR
<br />MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I
<br />REQUIRED INFO
<br />1 MASONRY KNEE WALL MAX 3 =
<br />1 COURSES w/ TOP K.O. COURSE CM BASE W/ (1) #5 1
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<br />w/ (1) #5 CON
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<br />. FILLED CELL VERTICAL EACH
<br />SPAN MAX 6-8" CORNER FILLED 1 1
<br />MAX 3 SOLID. SEE ELEV. j
<br />COURSE FOR BASE SIZE
<br />(3) #5's EA. WAY
<br />1 1
<br />--- =`
<br />- - - V-
<br />°
<br />°
<br />_ s a
<br />_ -- -
<br />SLAB PORCH SLAB SEE a
<br />LEVEL FOUNDATION PLAN ---_ ^
<br />TOP COURSE TO
<br />BE CHAIR BLOCKS.
<br />ENTIRE BASE TO
<br />BE FILLED SOLID
<br />SEE ELEV. FOR
<br />BLK HGT.
<br />-#5 REBAR CONT
<br />@ SLAB LEVEL
<br />EXTEND SLAB
<br />1 1/2" BEYOND
<br />BLOCK FACE
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT. T&B w/ - - = z
<br />CONS MIN xORTO INSTALL SEE CUT WEEP HOLE SECTION FOR #3 STIR`RHEN DEPTH • T g
<br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"
<br />TO DRAIN WATER
<br />V-4"
<br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN
<br />ENTRY PORCH SILL 16
<br />SCALE: N.T.S.
<br />SIMPSON LSTA18
<br />w/ (12) 1 Od NAILS
<br />CENTERED AT
<br />SPLIT TO TIE
<br />BEAMS TOGETHEF
<br />SEE FLOOR PLAN
<br />FOR COLUMN SIZE
<br />& ADDITIONAL INFt
<br />SEE PLAN
<br />'IMPSON HUC410 w/ (14) - 7 FOR CANT.
<br />6d INTO HEADER & (6) 1 I
<br />Od INTO BEAM - SEE I I I
<br />1OOF PLAN FOR MORE I I I
<br />VFO 1
<br />SEE FLOOR PLAN FOR 1I
<br />COLUMN SIZE & BASE 1 I I 7/16" OSB FLITCH PLATE
<br />CONNECTION INFO — I I I --- --- REQ'D ONLY WHEN
<br />L-_ _ ____J L--_ — --__ INDICATED ON BM.
<br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — SCHEDULE/PLAN
<br />REQ'D ONLY WHEN COLUMN SIZE & BASE
<br />OPTION A SC INDICATON ED
<br />OPTION B CONNECTION INFO OPTION C
<br />COMMON BM TO POST ATTACHMENT r
<br />EXTERIOR SHEATHING A
<br />ATTACHED PER SEE ROOF PLAN
<br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE &
<br />SP1 w/ (10) 10d NAILS CONNECTION INFO.
<br />AT BASE SEE J/S6 FOR
<br />MORE INFO.
<br />2X4 BASE PLATE W/
<br />SIMPSON LSTA30 w/
<br />(22) 10d NAILS OR
<br />SIMPSON MTS12 w/
<br />_. _ _ __ _ (14) 10d x 1 1/2" NAILS
<br />TO FLOOR GIRDER
<br />BELOW @ 16" O.C.
<br />i
<br />16" FLOOR SYSTEM FLOOR GIRDER
<br />SEE PLAN FOR SEE PLAN FOR
<br />DIRECTION CONNECTION
<br />SECTION C@ FLOOR
<br />CONNECTION 22
<br />SCALE: N.T.S.
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />CORNER G SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />�X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />VARIES W/
<br />ROOF SLOPE
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />-TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL r7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = 1'-0"
<br />12' CDX PLYWOOD OR 16" O.S.B.
<br />SHEATHING REQ'D FROM BOTTOM
<br />OF WALL TO ROOF SHEATHING
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />SEE PLAN MAX. _
<br />24" STEPS
<br />SEE PLAN FOR OPT.
<br />STAIR INFO. IF
<br />CONCRETE STAIRS
<br />FORMED & POURED
<br />W/ (1) #5 EACH STEP
<br />a ° d' e
<br />GARAGE OR .-
<br />LOWER SLAB
<br />SEE PLAN
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />MIN. (2) 2x8 #2 SYP
<br />HEADER. SEE Q/S4 FOR
<br />REQ'D CONNECTIONS
<br />2x4 #2 SPF STUDS @
<br />12" O.C. W/ USP SPT22
<br />@ BASE & SPT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />V EPDXY ANCHOR OR
<br />2„ J-BOLT OR Y2" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />MIN. 6" EMBEDMENT
<br />a ;
<br />-
<br />a
<br />a. Q
<br />Y'4
<br />IN HOUSE
<br />AB
<br />4 4#5's CONT. T&B
<br />#3 STIRRUPS AT
<br />0" WHEN DEPTH
<br />°CEEDS 30"
<br />a d
<br />e
<br />0 g.
<br />1 t-4„
<br />SECTION GARAGE MONO 21
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-06452
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D1
<br />TOP COURSE TO
<br />BE CHAIR BLOCKS.
<br />ENTIRE BASE TO
<br />BE FILLED SOLID
<br />SEE ELEV. FOR
<br />BLK HGT.
<br />-#5 REBAR CONT
<br />@ SLAB LEVEL
<br />EXTEND SLAB
<br />1 1/2" BEYOND
<br />BLOCK FACE
<br />EXTEND
<br />SLAB 1 1/2"
<br />(2) #5's CONT. T&B w/ - - = z
<br />CONS MIN xORTO INSTALL SEE CUT WEEP HOLE SECTION FOR #3 STIR`RHEN DEPTH • T g
<br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"
<br />TO DRAIN WATER
<br />V-4"
<br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN
<br />ENTRY PORCH SILL 16
<br />SCALE: N.T.S.
<br />SIMPSON LSTA18
<br />w/ (12) 1 Od NAILS
<br />CENTERED AT
<br />SPLIT TO TIE
<br />BEAMS TOGETHEF
<br />SEE FLOOR PLAN
<br />FOR COLUMN SIZE
<br />& ADDITIONAL INFt
<br />SEE PLAN
<br />'IMPSON HUC410 w/ (14) - 7 FOR CANT.
<br />6d INTO HEADER & (6) 1 I
<br />Od INTO BEAM - SEE I I I
<br />1OOF PLAN FOR MORE I I I
<br />VFO 1
<br />SEE FLOOR PLAN FOR 1I
<br />COLUMN SIZE & BASE 1 I I 7/16" OSB FLITCH PLATE
<br />CONNECTION INFO — I I I --- --- REQ'D ONLY WHEN
<br />L-_ _ ____J L--_ — --__ INDICATED ON BM.
<br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — SCHEDULE/PLAN
<br />REQ'D ONLY WHEN COLUMN SIZE & BASE
<br />OPTION A SC INDICATON ED
<br />OPTION B CONNECTION INFO OPTION C
<br />COMMON BM TO POST ATTACHMENT r
<br />EXTERIOR SHEATHING A
<br />ATTACHED PER SEE ROOF PLAN
<br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE &
<br />SP1 w/ (10) 10d NAILS CONNECTION INFO.
<br />AT BASE SEE J/S6 FOR
<br />MORE INFO.
<br />2X4 BASE PLATE W/
<br />SIMPSON LSTA30 w/
<br />(22) 10d NAILS OR
<br />SIMPSON MTS12 w/
<br />_. _ _ __ _ (14) 10d x 1 1/2" NAILS
<br />TO FLOOR GIRDER
<br />BELOW @ 16" O.C.
<br />i
<br />16" FLOOR SYSTEM FLOOR GIRDER
<br />SEE PLAN FOR SEE PLAN FOR
<br />DIRECTION CONNECTION
<br />SECTION C@ FLOOR
<br />CONNECTION 22
<br />SCALE: N.T.S.
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />CORNER G SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />�X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />VARIES W/
<br />ROOF SLOPE
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />-TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL r7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = 1'-0"
<br />12' CDX PLYWOOD OR 16" O.S.B.
<br />SHEATHING REQ'D FROM BOTTOM
<br />OF WALL TO ROOF SHEATHING
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />SEE PLAN MAX. _
<br />24" STEPS
<br />SEE PLAN FOR OPT.
<br />STAIR INFO. IF
<br />CONCRETE STAIRS
<br />FORMED & POURED
<br />W/ (1) #5 EACH STEP
<br />a ° d' e
<br />GARAGE OR .-
<br />LOWER SLAB
<br />SEE PLAN
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />MIN. (2) 2x8 #2 SYP
<br />HEADER. SEE Q/S4 FOR
<br />REQ'D CONNECTIONS
<br />2x4 #2 SPF STUDS @
<br />12" O.C. W/ USP SPT22
<br />@ BASE & SPT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />V EPDXY ANCHOR OR
<br />2„ J-BOLT OR Y2" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />MIN. 6" EMBEDMENT
<br />a ;
<br />-
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<br />IN HOUSE
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<br />4 4#5's CONT. T&B
<br />#3 STIRRUPS AT
<br />0" WHEN DEPTH
<br />°CEEDS 30"
<br />a d
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<br />1 t-4„
<br />SECTION GARAGE MONO 21
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-06452
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D1
<br />SIMPSON (2) HTS20 w/ (14)
<br />10d NAILS TYP. U.N.O.
<br />SEE FLOOR PLAN FOR —
<br />COLUMN SIZE &
<br />ADDITIONAL INFO.
<br />(WOOD COLUMN SHOWN)
<br />CORNER G SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />5"
<br />�X
<br />COMMON BM. ATTACHMENT
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SIMPSON (2)
<br />HTS20 w/ (14)
<br />10d NAILS
<br />TYP. U.N.O.
<br />MIDDLE
<br />BM. SPLICE OVER
<br />CENTER OF POST
<br />WOOD WALL
<br />OR TRUSS.
<br />SEE PLAN
<br />STRUCTURAL SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />VARIES W/
<br />ROOF SLOPE
<br />2X4 CONT. W/ (2)
<br />16d COMMONS
<br />NAILS EACH
<br />STUD TYP. T&B
<br />-TRUSS OR
<br />ROOF SYSTEM
<br />SHEAR TRANSFER
<br />EXTERIOR. WALL r7
<br />SCALE: N.T.S.
<br />2X4 #2 SYP NAILER. NA
<br />TO STUDS w/ (3) 16d @
<br />EACH STUD - TOENAIL
<br />EACH TRUSS TO
<br />NAILER w/ (3) 10d
<br />IF 2x DOUBLE LEDGER,
<br />ATTACH FIRST PLY
<br />W/ (4) 16d NAILS TO EA.
<br />END OF TRUSS THEN
<br />ATTACH SECOND PLY w/
<br />(3) ROWS OF 16d NAILS
<br />AT 24" O.C.
<br />ROOF AND EXTERIOR SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE 2ND FLOOR WALL SECTION
<br />FOR ADDITIONAL INFORMATION
<br />VERIFY FLOOR JOIST W/ RIM
<br />BOARD OR FLOOR GABLE W/
<br />FRAMING PLAN
<br />SIMPSON LUS26 w/ (8) 10d •
<br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN
<br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO.
<br />NAILS TO LEDGER VERIFY WITH PLAN FOR
<br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION
<br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR
<br />INTO END OF EACH FLOOR BLOCKING INFO)
<br />TRUSS, 24" O.C. MAX. (AT EACH
<br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL
<br />EACH SIDE) (TYPICAL)
<br />SECTION AT LOW ROOF 9
<br />SCALE: 1/2" = 1'-0"
<br />12' CDX PLYWOOD OR 16" O.S.B.
<br />SHEATHING REQ'D FROM BOTTOM
<br />OF WALL TO ROOF SHEATHING
<br />ABOVE W/ 8d NAILS @ 4" O.C. IN
<br />FIELD, EDGES & BOUNDARIES
<br />SEE PLAN MAX. _
<br />24" STEPS
<br />SEE PLAN FOR OPT.
<br />STAIR INFO. IF
<br />CONCRETE STAIRS
<br />FORMED & POURED
<br />W/ (1) #5 EACH STEP
<br />a ° d' e
<br />GARAGE OR .-
<br />LOWER SLAB
<br />SEE PLAN
<br />COMMON TRUSS
<br />W/ INTERIOR BRG.
<br />SEE PLAN FOR
<br />CONNECTIONS
<br />INFO.
<br />MIN. (2) 2x8 #2 SYP
<br />HEADER. SEE Q/S4 FOR
<br />REQ'D CONNECTIONS
<br />2x4 #2 SPF STUDS @
<br />12" O.C. W/ USP SPT22
<br />@ BASE & SPT24 @
<br />TOP
<br />2X4 #2 SYP P.T. PLATE W/
<br />V EPDXY ANCHOR OR
<br />2„ J-BOLT OR Y2" TITEN HD
<br />ANCHOR @ 24" O.C. W/
<br />MIN. 6" EMBEDMENT
<br />a ;
<br />-
<br />a
<br />a. Q
<br />Y'4
<br />IN HOUSE
<br />AB
<br />4 4#5's CONT. T&B
<br />#3 STIRRUPS AT
<br />0" WHEN DEPTH
<br />°CEEDS 30"
<br />a d
<br />e
<br />0 g.
<br />1 t-4„
<br />SECTION GARAGE MONO 21
<br />SCALE: N.T.S.
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<br />41 ),ASS°StON��
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-06452
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />D1
<br />
|